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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | L1 | Admitted-Finance | |
| 2 | L2₹2.2 L+₹11,126.49 (5.36%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹2.3 L+₹22,118.89 (10.7%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAFEEQUE V.P. L1 | SP BUISINESS ASSOCIATES L3 | EC ENGINEERING L2 |
|---|---|---|---|---|---|---|
| 1.00Civil Work | ||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 2.73 | cum | 240.45 ₹657.15 Lowest | 240.45 ₹657.15 Lowest | 240.45 ₹657.15 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.21 | cum | 7,404.03 ₹1,554.85 Lowest | 7,404.03 ₹1,554.85 Lowest | 7,404.03 ₹1,554.85 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 5.34 | sqm | 360.41 ₹1,924.59 Lowest | 360.41 ₹1,924.59 Lowest | 360.41 ₹1,924.59 Lowest |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 98.48 | kilogram | 104.93 ₹10,333.51 Lowest | 130 ₹12,802.4 | 125 ₹12,310 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.24 | cum | 9,789.52 ₹12,109.64 Lowest | 9,789.52 ₹12,109.64 Lowest | 9,789.52 ₹12,109.64 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.6 | sqm | 345.11 ₹552.18 Lowest | 345.11 ₹552.18 Lowest | 345.11 ₹552.18 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1.48 | cum | 297.24 ₹439.32 Lowest | 297.24 ₹439.32 Lowest | 297.24 ₹439.32 Lowest |
| 2.00Electrical Work | ||||||
| 2.00 | 90.15.1.3:Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter. 175 mm bottom diameter thickness 3mm base plate dimensions of 275x275x16 mm suitable for wind speed as per IS 875 Part III fixed head frame including round arm luminary carriage suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc, complete 10 Meters | 1 | each | 40,745.83 ₹40,745.83 Lowest | 59,745.83 ₹59,745.83 | 49,745.83 ₹49,745.83 |
Tender Value
₹2.1 L
EMD Value
₹5,190
Closing Date
3 Nov 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
UNIT HEAD
KEL EDARIKODE
SITC of 10 mtr High mast Light with 5 nos. Of 150W LED Flood Lights at Meethilekari Junction in Ward 3, Malappattam GP in Irikkur Block Under MPLADS 2025-26 of Sri.Santhosh Kumar P MP(RS)
2026_KEL_882885_1
KEL/ KEMG/159/2026-27
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹590
₹5,190
Yes
5 Nov 2026
27 Oct 2026
4 Nov 2026
27 Oct 2026
3 Nov 2026
27 Oct 2026
27 Oct 2026 - 3 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 2.73 | cum | - | - |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.21 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 5.34 | sqm | - | - |
| 1.004 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 98.48 | kilogram | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.24 | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.6 | sqm | - | - |
| 1.007 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1.48 | cum | - | - |
| 2Electrical Work | |||||
| 2.001 | 90.15.1.3:Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter. 175 mm bottom diameter thickness 3mm base plate dimensions of 275x275x16 mm suitable for wind speed as per IS 875 Part III fixed head frame including round arm luminary carriage suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc, complete 10 Meters | 1 | each | - | - |
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